Numerical Analysis of Gas-Bearing Ground Deformation and Failure Mode around the Parallel Tunnel Cross-Passage-Reference-Cited by-同舟云学术

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Numerical Analysis of Gas-Bearing Ground Deformation and Failure Mode around the Parallel Tunnel Cross-Passage

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Feng Yuan¹²³⁴,Seol Hoonil¹²³⁴,Kyu Lee Joon¹²³⁴,Eun Jongwan¹²³⁴

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE.

2. Project Manager, SK Engineering and Construction, Seoul, Republic of Korea.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Seoul, Seoul, Republic of Korea.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484708.051

Reference19 articles.

1. On the undrained unloading behaviour of gassy sands

2. The principle of effective stress;Bishop A. W.;Teknisk ukeblad,1959

3. Gas accumulations and their association with particle size distribution patterns in the Ría de Arousa seabed (Galicia, NW Spain): an application of discriminant analysis;Diez R.;Geo-marine Letters,2007

4. Unstable failure of gas-bearing coal-rock combination bodies: insights from physical experiments and numerical simulations;Du F.;Process Safety and Environmental Protection,2019

5. Soil Mechanics for Unsaturated Soils

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